The scale effect on small-scale modelling of cement block masonry

被引:0
作者
Navaratnarajah Sathiparan
W. A. V. Anjalee
K. K. S. Kandage
机构
[1] University of Ruhuna,Department of Civil and Environmental Engineering, Faculity of Engineering
来源
Materials and Structures | 2016年 / 49卷
关键词
Cement block masonry; Reduced scale; Scale effect; Material strength;
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学科分类号
摘要
This paper discusses the effect of scale on the structural behaviour of cement block masonry under various loading condition. A real scale model test makes possible to obtain data similar to real structures. Financial and practical restrictions on testing real scale models, reduced scale modeling becomes popular to understand the overall behaviour of the structure. But, when the reduced scale model used for testing, the scale might have affected its mechanical properties. Therefore, it is important to understand these changes in order to draw correct conclusion on the prototype behaviour. In general, this study was aimed at understanding of the scale model behaviour of masonry by testing masonry components to determine the masonry properties, looking at a comparison of masonry behaviour at prototype and scale models. The performance of four different scale cement masonry was evaluated. Water absorption, compressive strength of cement block, and compressive, shear and flexural tensile strength of masonry prism were measured on each type of scale model. These mechanical properties are used as indicators of potential performance in masonry. Test results show that; apart from the compressive strength of masonry which not significantly influenced by the scale, all other tested properties, namely; water absorption rate, porosity, shear strength and flexural bond strength seemed to be significantly influenced by the scale.
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页码:2935 / 2946
页数:11
相关论文
共 30 条
[1]  
Feng T(2012)Effect of mortar joint thickness on the compressive strength of autoclaved flyash-lime brick masonry Appl Mech Mater 190–191 462-466
[2]  
Güneyisi E(2007)Comparative study on strength, sorptivity, and chloride ingress characteristics of air-cured and water-cured concretes modified with metakaolin Mater Struct 40 1161-1171
[3]  
Mermerdaş K(1965)Comparative tests on 1/3 and 1/6 scale model brickwork piers and walls Br Ceram Soc 4 45-66
[4]  
Hendry AW(2013)Experimental investigation on the seismic performance of masonry buildings using shaking table testing Bull Earthq Eng 11 1157-1190
[5]  
Murthy CK(2012)Mathematical model for the prediction of optimum mortar joint thickness in brick–mortar couplet Adv Appl Sci Res 3 1767-1771
[6]  
Lourenço PB(2010)Flexural bond strength of natural hydraulic lime mortar and clay brick Mater Struct 43 913-922
[7]  
Avila L(1998)A water sorptivity test for mortar and concrete Mater Struct 31 568-574
[8]  
Vasconcelos G(2005)Brick-mortar bond and masonry compressive strength J Mater Civ Eng 17 229-237
[9]  
Alves JPP(2014)Effect of void area on hollow cement masonry mechanical performance Arab J Sci Eng 39 7569-7576
[10]  
Mendes N(1992)Some aspects of testing small-scale masonry building models on simple earthquake simulators Earthq Eng Struct Dyn 21 945-963